....
.....
...
:
'. :.
'.'
PRELIMINARYINVE~TJ(3ATI6NS
OF
SUBMERGED~REAS'
,
"
.....
Date-..:I'-';uU""-,6L;;.D.....i_.
_._,._.---'_
'Loqation 10 Nuriiber..".
"..·~.,.·7···~.~::..7~·---'_~-,-_
.. JideSI?ffReadings:
.Coordinates:
~).
,
3lJtSll'
.
'"
Time'
. Reading..
. .'. .......'. r
IJ;'3H
'UI
..Morning _,;........_
...Water
Depth. I. 3..9.
.•
Mld-Day ___
. '.•. ' Pipe Length'..... ,].
1>lbl
..,
; ...
',Evening '-,-__
...•..•
P0~~;h~~f ~ipe~eneJ~~~ {~~kn
comment.---,.
~~--:-~_-,-
__
....... One-Hand Push (40-lb) Depth
'9. 0
'ConllTients.....;:s'-""-'{'"'-~-'<
...
;.",L"-._____
,
,
..: ;..,.
'.
,On~~Hand
Push (70-lb) Oepth
ID
.3 .....'.
Cominents_~
__-'-__-'-_
3 "
c..
t
Lt»j
e.tz..
>
Two-Hand PUsh to Refu'sal-
Depth~
Comments""'s-I-.....;l;..>.l.....
f_C,=l...'-'-____
"",'-::Si\:S .,.,' .... '" ", •
• Push No. 2 .. .T.ime:t
",I)
. .,
,
,. .,'
Weight of Pipe Penetratiofl 0NOP) ..2&
'Commeht,--'~_'
_'"""',....__---'---:-
On:e~Ha,nd
Push (40-lb) Depth (" •
~
.Comments,~S=A>-,'
,-"'co:...l.;..,.,'=-_---"-"-,,..--_
One~HandPush (70~lb)Depth'
,1',
Commerits~Su:A~c.....:L.=_,
_.'--____
,...
,
..
....
".." '. Two-Hand Push to Refusal
~
Dept
'~-I-.
, ".', ' , .' '. 'j
~
,<. L
Hand Proving Ring Pehetrometartest? y<i '.' ""
. HaridVaneSht3arTest?
¥~'
" '.' .' ,.' '. '
.'
Technician(probeHa~dler)M·IlSe.-
A.
'1"V
lit
vo!'~:C
l
,
'11(.6$S~~~·
..
~ .~.
RecorderGl\ij
L..
....
..... /
...
..MI.....
,
,
•
HAND CONE
PENETRATION TEST (CPT)
. Delivery Order Number
03-3 ..
'
.' Project.
.
AN vJ
M?<-.
.. Location ID
Number_:---=:r::..--,l~1~
____
TimeJ.
~">
'3
Weight of Proving Ring
.
Weight of
Rod Section
131bJ.
. Weight of
RcidPej,et~aticin._5.L.·.!..:D=--
___
. Comments'
Number of
Rods,_·_~.::::-·
__
~--------------~-~-------------
End
Dial No.
. .Comment
:
'Depth
Rods .... '.
'.
5...2.~
'_._.
5A.
"L"
~
.
U
If
.......
U
'\.v
ot'-.-
So~t
C.L..
~
.:.fu. -
.-oF-
,,----
. 1.0
.~
~/
____
~
.1.J....
.~
Liz-.
,...L'
~ ~
--'
--r---~-
'.~~
~,~ --.~---
~1L
u..: '.iL.
1&.
~
SA
t...L
.i!.L'
1.3.L.
t.
.'. rr
~;~
.' .-'-...
~~_,._.
__
--'-
--'
..
~
-'-
Comment
'-'-
-- --
----'---'-
--- -.-
----~-
--
--'
-------
-~---~-
_.,
-- --
---~---
--'
-- -- --------
.
- -
-- ---'-------
--.
--
---'--------
------
---..:-.-.--
--.
._-
--
---
-------
--..,.-----
.
--
-
--
...;.~------
-- --
-.-
-- --,..------
--'-------
--'
-- -- ------
.
-
----
------
-'-----~-
---
--
--'-----
--
'--
-----,------
--------
-----'---
--~---
. Comments .________-,-___-,--____________-
..
•
"~~=~""~~<'";~~"~'""",.=~"."~=~-",.=,,,,,,-",,,,.,,=<~-~·y~,"'~-='.'''"",'==~"","~~-=.,=;"
..
",,,,~,,,,,,,,,.,.,,,,"~.,.~~=~,.,,,,,,,,,,,,,".,,,,,,,~., "C"''''''=''_''''L''"·''''"''''':''''''''~·''·''''''''''''''"'''''''·'''''·'''"''''''Y''''~E=,."=,,,,,,,-.,,~,~,,",,,,.,,,..,.,,,,,,",,,,"",,",,,,=,;,~,.<ii.-=t."';~,"-,,,,,,~,"",,,,,,,
...
"""_"""'"'-=''''''''"''''',=<''~~=''''0=~W'==","",='ili..'''~>''''''',"'''''''.'''"''!''''',,,,,,,,,,,,,,,,,,,,,,,=,,,
.
"»','M""
3.0
2.5
2.0
1.5
1.0
0.5
0.0
.-. -0.5
:E.
-1.0
~
-1.5
::i:
-2.0
.-
c:
-2.5
o
c:
-3.0
~
>
(!)
-3.5
-4.0
jjj
-4.5
-5.0
-5.5
-6.0
-6.5
-7.0
-7.5
-8.0
...............
+
+
•
+
..
.
+
I.
~
Depth Vs. Shear Strength
1+ J271
.
". T
'HA I A'
}AI
.................
Ao
broxm
ate
B
iYBQ!!
tim
•
L
,
.....
.................
-
.
I
i
,
I
o
100
200
300
400
500
600
700
800
900
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000
Shear Strength (psf)
'f
'-4
!).Ll
~
Hand Cone Penetrometer Test and Analysis:
RTB 111814
Probing Results
Re$istanc~
..
Depth'
. Depth'
MLT1'
MLT2'
Ave~ag~
Project:
Aransas National Wildlife Ref. - BUS Site IIJII
Weight of Pipe
5.8
5.8
-3.4
-3.4
-3.4
Location:
Dunham Bay locatedoutside
of Rockport, TX
1 HP (40100)
6
6.2
-3.6
-3.8
,3.7
Delivery Order 1/:
0023
1 HP (70ibs)
6.3
6.7
-3.9
-4.3
"4.1
Date of Testing:
. 10120104 to 10122104
2 Hand.Refusal
9.2
8.7
-6.8
-6.3
-6.6
HCPT - Bay Bottom
Water
1/ of
Rod
Thickness
Total Unit WI.
Nk
Total
Dial
DialConv.
Capacity
shear str.
Below
-Elev.
ID
(MLT in
tt)
Depth
(tt)
Rods End-depth
(tt)
Soil Layer
(tt)
01 Soil (pet)
factor Stress (psi) Reading
X(lb)
q,(psi)
So (psI)
Mudllne
(tt)
MLT In
tt
Eq. 1
Eq.2
Eq.3
J27
-1.5
3.9
3
5.0
1.1
90
.9
99.0
0
0.7
2.7.
32
1.1
-2.6
-1.5
3.9
3
5.3
.1.4
105
12
246.0
52
17.1
19.0
208
1.4
-2.9
-1.5
3.9
3
5.6
0.3
100
11
276.0
11
4.2
6.1
55
1.7
-3.2
. -1.5
3.9
3
6.6
1.0
90
9
366.0
a
0.7
2.7
2
2.7
-4.2
-1.5
3.9
3
6.9
0.3
105
12
397.5
41
13.6
15.6
153
3.0
-4.5
-1.5
3.9
3
7.0
0.1
100
11
407.5
22
7.6
9.6
.88
3.1
-4.6
-1.5
3.9
3
7.3
.0.3
90
9
434.5
2
1.3
3.3
4
3.4
-4.9
-1.5
3.9
3
7.6
0.3
95
10.
463.0
6
2.6
4.5
19
3.7
-5.2
-1.5
3.9
3
7.9
0.3
100
.11
493.0
.13
4.8
6.7
44
4.0
-5.5
-1.5
3.9
3
8.0
0.1
100
11
503.0
22
7.6
9.6
